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contributor authorJang Hoon Kim
contributor authorJohn B. Mander
date accessioned2017-05-08T20:59:12Z
date available2017-05-08T20:59:12Z
date copyrightJanuary 2005
date issued2005
identifier other%28asce%290733-9445%282005%29131%3A1%28197%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34389
description abstractThe effect of discrete distribution of transverse reinforcement for shear strength of reinforced concrete beams and columns is evaluated. In order to bridge the gap between the present code formulations based on the smeared distribution of transverse steel and the reality based on the discrete distribution, correction factors are proposed for rectangular and circular hoops and spirals. The correction factor for rectangular hoops is more significant than those for circular hoops and spirals. Poorly detailed members, where
publisherAmerican Society of Civil Engineers
titleTheoretical Shear Strength of Concrete Columns Due to Transverse Steel
typeJournal Paper
journal volume131
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2005)131:1(197)
treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 001
contenttypeFulltext


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